JP2890182B2 - Construction method of natural slab formwork block - Google Patents
Construction method of natural slab formwork blockInfo
- Publication number
- JP2890182B2 JP2890182B2 JP32733195A JP32733195A JP2890182B2 JP 2890182 B2 JP2890182 B2 JP 2890182B2 JP 32733195 A JP32733195 A JP 32733195A JP 32733195 A JP32733195 A JP 32733195A JP 2890182 B2 JP2890182 B2 JP 2890182B2
- Authority
- JP
- Japan
- Prior art keywords
- natural
- lithographic
- formwork block
- formwork
- block
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、表面に自然石を層
着した自然石版型枠ブロックの施工方法に関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a natural lithographic formwork block having natural stone layered on its surface.
【0002】[0002]
【従来の技術】従来のコンクリートブロック壁組積構造
では、組積されるコンクリートブロック自体に控え部分
を具え、ブロック間にコンクリートを流し込んで一体化
していた。2. Description of the Related Art In a conventional masonry structure of a concrete block wall, a concrete block to be masonry is provided with a retaining portion, and concrete is poured between the blocks to be integrated.
【0003】[0003]
【発明が解決しようとする課題】前記従来のコンクリー
トブロック壁組積構造においては、表面がコンクリート
部分より構成されているので、コンクリートブロックの
有する人工的な通し目地の存在と相挨って周囲の自然環
境との調和を損ない、また各ブロックの一体化に難点が
あった。In the conventional masonry structure of the concrete block wall, since the surface is composed of the concrete portion, the surrounding of the surrounding area is contradictory to the existence of the artificial joint joint of the concrete block. The harmony with the natural environment was spoiled, and the integration of each block was difficult.
【0004】本発明は前記の問題点に鑑み提案するもの
であり、その目的とする処は、周囲の自然環境と調和
し、施工性に優れ、而も構造的に信頼性の高い自然石版
型枠ブロックの施工方法を提供する点にある。The present invention has been made in view of the above problems, and has as its object a natural lithographic mold that is in harmony with the surrounding natural environment, has excellent workability, and is structurally highly reliable. It is to provide a construction method of a frame block.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
めに、本発明の自然石版型枠ブロックの施工方法は、鋼
製アングル材に金網を張設して台座を作り、同台座上に
自然石を列設して前記金網に接着剤を介して接着し、前
記鋼製アングル材と金網と自然石の一体化したものを予
めコンクリートが流し込まれた型枠に落とし込み、同コ
ンクリートが硬化したのち脱型して表面に自然石が一体
化された自然石版型枠ブロックを製造し、同自然石版型
枠ブロックを背面に取付けた基礎の固定金具を介して基
礎工に所定の位置、勾配を以て据え付け固定して、同自
然石版型枠ブロックを最下段の自然石版型枠ブロックと
し、次いで同最下段の自然石版型枠ブロック背面に上部
の固定金具をインサートボルトを介して取付け、次いで
同最下段の自然石版型枠ブロックと裏込材との間に現場
打コンクリートを1回目打設面まで打設し、次いで前記
と同様に製造した2段目の自然石版型枠ブロックを吊り
上げて前記最下段の自然石版型枠ブロック上面の所定位
置に設置して前記上部の固定金具と連結し、次いで前記
2段目の自然石版型枠ブロックの背面上部に上部の固定
金具を取付けて、同2段目の自然石版型枠ブロックと裏
込材との間に現場打コンクリートを2回目打設面まで打
設し、以下前記と同様の工程を反復して法面被覆コンク
リート壁を構成することを特徴としている。In order to achieve the above object, a method for constructing a natural lithographic formwork block according to the present invention is to form a pedestal by stretching a wire netting on a steel angle material, and forming the pedestal on the pedestal. Natural stones were lined up and bonded to the wire mesh via an adhesive, and the integrated steel angle material, wire mesh and natural stone were dropped into a formwork previously poured with concrete, and the concrete was hardened. The mold was then removed from the mold to produce a natural lithographic formwork block with natural stone integrated into the surface. After installation and fixing, the natural lithographic formwork block is used as the lowermost natural lithographic formwork block, then the upper fixing bracket is attached to the back of the natural lithographic formwork block via the insert bolt, and then the lowermost natural formwork Natural stone A cast-in-place concrete is poured between the form block and the backing material up to the first casting surface, and then a second-stage natural lithographic form block manufactured in the same manner as above is lifted to form the lowermost natural lithographic block. It is installed at a predetermined position on the upper surface of the formwork block and is connected to the upper fixing metal fitting. Then, the upper fixing metal fitting is attached to the upper rear part of the second natural lithographic formwork block, and the second natural lithographic metal plate is used. The present invention is characterized in that cast-in-place concrete is placed between the formwork block and the backing material up to the second placement surface, and the same steps as described above are repeated to form a slope-covered concrete wall.
【0006】[0006]
【発明の実施の形態】次に本発明の自然石版型枠ブロッ
クの施工方法を図面に示す最も好ましい実施の形態によ
り説明する。鋼製アングル材1で構成された枠体に金網
2を張設して台座を作り、その上に自然石3を列設して
エポキシ樹脂等の接着剤4で接着して、金網2と自然石
3とを一体化し(図1(イ)参照)、かくして金網2と
自然石3との一体化されたものを予めコンクリート5を
充填した型枠6内に落とし込み(図1(ロ)参照)、コ
ンクリート5の硬化後、型枠6を脱型して自然石3と一
体化された自然石版型枠ブロック7を製造する(図1
(ハ)(ニ)参照)。次に前記自然石版型枠ブロックの
施工方法を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a method for constructing a natural lithographic formwork block according to the present invention will be described with reference to the most preferred embodiment shown in the drawings. A wire mesh 2 is stretched on a frame made of a steel angle material 1 to form a pedestal, and natural stones 3 are arranged on the pedestal and bonded with an adhesive 4 such as an epoxy resin to form a pedestal. The stone 3 is integrated (see FIG. 1 (a)), and the integrated wire mesh 2 and natural stone 3 are dropped into a formwork 6 previously filled with concrete 5 (see FIG. 1 (b)). After the concrete 5 has hardened, the mold 6 is removed from the mold to produce a natural lithographic mold block 7 integrated with the natural stone 3 (FIG. 1).
(C) and (d)). Next, a method of applying the natural lithographic formwork block will be described.
【0007】コンクリートを打設して基礎工8を施工し
(図2参照)、前記のように製造した自然石版型枠ブロ
ック7を、その背面に取付けた基礎の固定金具9を介し
て基礎工8に所定の位置、勾配を以て据え付け固定し
て、同自然石版型枠ブロック7を最下段の自然石版型枠
ブロックとする(図3参照)。前記固定金具9はその下
部L型部片の垂直部片がインサートボルトを介して前記
自然石版型枠ブロック7に固定され、同L型部片の水平
部片先端から斜め上方に延びた傾斜片の先端が前記自然
石版型枠ブロック7の背面にインサートボルトを介して
固定されている。A foundation 8 is constructed by casting concrete (see FIG. 2), and the natural lithographic formwork block 7 manufactured as described above is fixed to the foundation via a fixture 9 of a foundation attached to the back surface thereof. 8 and fixed at a predetermined position and slope to make the natural lithographic form block 7 the lowermost natural lithographic form block (see FIG. 3). The fixing bracket 9 has a lower L-shaped vertical piece fixed to the natural lithographic formwork block 7 via an insert bolt, and an inclined piece extending obliquely upward from a horizontal piece tip of the L-shaped piece. Is fixed to the back of the natural lithographic formwork block 7 via an insert bolt.
【0008】前記最下段の自然石版型枠ブロック7を前
記固定金具9を介して基礎工8に固定したのち、同自然
石版型枠ブロック7背面に上部の固定金具9’をインサ
ートボルトを介して取付け、最下段の自然石版型枠ブロ
ック7と裏込砕石10との間に現場打コンクリート11
を1回目打設面S1まで打設する(図3参照)。次いで
前記と同様に製造した2段目の自然石版型枠ブロック
7’を吊り上げて、最下段の自然石版型枠ブロック7上
面の所定位置に設置して、前記上部の固定金具9’と連
結する。After fixing the lowermost natural lithographic form block 7 to the foundation work 8 via the fixing metal 9, the upper fixing metal 9 'is attached to the back of the natural lithographic form block 7 via an insert bolt. Installation, cast-in-place concrete 11 between the natural lithographic formwork block 7 at the bottom and the crushed stone 10
Is installed to the first installation surface S1 (see FIG. 3). Next, the second-stage natural lithographic formwork block 7 'manufactured in the same manner as above is lifted, installed at a predetermined position on the upper surface of the lowermost natural lithographic formwork block 7, and connected to the upper fixing bracket 9'. .
【0008】次いで前記2段目の自然石版型枠ブロック
7’の背面上部に上部の固定金具9’’を取付けて、現
場打コンクリート11を2回目打設面S2まで打設する
(図4参照)。以下前記と同様の工程を反復して法面被
覆コンクリート壁を構成し、最後に天端に自然石版型枠
ブロックを配設する(図6参照)。図5中の符号12は
水抜孔である。[0008] Then attach the '' top of the fixing bracket 9 to the upper rear of 'the second-stage nature lithographic mold blocks 7 and pouring the scene strokes concrete 11 until the second punch設面S 2 (FIG. 4 reference). Thereafter, the same steps as described above are repeated to form a slope-covered concrete wall, and finally a natural lithographic formwork block is disposed at the top (see FIG. 6). Reference numeral 12 in FIG. 5 is a drain hole.
【0009】[0009]
【発明の効果】本発明の自然石版型枠ブロックの施工方
法は前記のように鋼製アングル材に金網を張設して台座
を作り、同台座上に自然石を列設して前記金網に接着剤
を介して接着し、前記鋼製アングル材と金網と自然石の
一体化したものを予めコンクリートが流し込まれた型枠
に落とし込み、同コンクリートが硬化したのち脱型して
表面に自然石が一体化された自然石版型枠ブロックを製
造し、同自然石版型枠ブロックを背面に取付けた基礎の
固定金具を介して基礎工に所定の位置、勾配を以て据え
付け固定して、同自然石版型枠ブロックを最下段の自然
石版型枠ブロックとし、次いで同最下段の自然石版型枠
ブロック背面に上部の固定金具をインサートボルトを介
して取付け、次いで同最下段の自然石版型枠ブロックと
裏込材との間に現場打コンクリートを1回目打設面まで
打設し、次いで前記と同様に製造した2段目の自然石版
型枠ブロックを吊り上げて前記最下段の自然石版型枠ブ
ロック上面の所定位置に設置して前記上部の固定金具と
連結し、次いで前記2段目の自然石版型枠ブロックの背
面上部に上部の固定金具を取付けて、同2段目の自然石
版型枠ブロックと裏込材との間に現場打コンクリートを
2回目打設面まで打設し、以下前記と同様の工程を反復
して法面被覆コンクリート壁を構成するので、表面に自
然石が並ぶ各段の自然石版型枠ブロックにより法面を被
覆できて、周囲の自然環境と調和させることができる。As described above, the method for constructing a natural lithographic formwork block according to the present invention forms a pedestal by stretching a wire mesh on a steel angle material as described above, laying natural stones on the pedestal, and attaching the wire to the wire mesh. The steel angle material, wire mesh and natural stone are integrated and dropped into a formwork in which concrete has been poured beforehand. The integrated natural lithographic formwork block is manufactured, and the natural lithographic formwork block is fixed to a foundation work at a predetermined position and at a predetermined gradient via a fixing bracket of a foundation attached to the back, and the natural lithographic formwork block is manufactured. The block is the lowermost natural lithographic formwork block, then the upper mounting bracket is attached to the back of the lowermost natural lithographic formwork block via an insert bolt, and then the lowermost natural lithographic formwork block and backing material Between Casting concrete to the first casting surface, then lifting the second-stage natural lithographic form block manufactured in the same manner as above and placing it at a predetermined position on the top surface of the lowermost natural lithographic form block; It is connected to the upper fixing bracket, and then the upper fixing bracket is attached to the upper part of the back of the second-stage natural lithographic formwork block. Punched concrete is poured up to the second casting surface, and the same steps as above are repeated to form a slope-covered concrete wall. And can be harmonized with the surrounding natural environment.
【0010】また前記のように自然石版型枠ブロックを
法面に沿って上下多段に組積みする一方、各段の自然石
版型枠ブロックと裏込材との間に現場打コンクリートを
打設するので、自然石版型枠ブロック間の目地を無くす
ことができる。[0010] As described above, the natural lithographic formwork blocks are vertically stacked in multiple stages along the slope, and the cast-in-place concrete is cast between the natural lithographic formwork blocks and the backing material in each step. Therefore, joints between the natural lithographic formwork blocks can be eliminated.
【0011】また前記のように自然石版型枠ブロックを
法面に沿って上下多段に組積みする一方、各段の自然石
版型枠ブロックと裏込材との間に現場打コンクリートを
打設するので、あらゆる勾配の法面に対応できる。Further, as described above, the natural lithographic formwork blocks are piled up and down in multiple stages along the slope, and cast-in-place concrete is cast between the natural lithographic formwork blocks and the backing material in each step. Therefore, it can correspond to the slope of every slope.
【0012】また前記のように自然石版型枠ブロックを
法面に沿って上下多段に組積みする一方、各段の自然石
版型枠ブロックと裏込材との間に現場打コンクリートを
打設すればよいので、施工が容易で、工費を節減でき
る。Further, as described above, while the natural lithographic formwork blocks are laid up and down in multiple stages along the slope, the cast-in-place concrete is cast between the natural lithographic formwork blocks and the backing material in each step. The construction is easy and the construction cost can be reduced.
【図1】(イ)(ロ)(ハ)は自然石版型枠ブロックの
製造工程を示す断面図、(ニ)は(ハ)の平面図であ
る。FIGS. 1A, 1B, and 1C are cross-sectional views showing steps of manufacturing a natural lithographic formwork block, and FIG. 1D is a plan view of FIG.
【図2】基礎コンクリートの断面図である。FIG. 2 is a sectional view of a foundation concrete.
【図3】最下段の自然石版型枠ブロックの施工工程を示
す断面図である。FIG. 3 is a cross-sectional view illustrating a process of constructing the lowermost natural lithographic formwork block.
【図4】2段目の自然石版型枠ブロックの設置及びコン
クリート打設工程を示す縦断面図である。FIG. 4 is a vertical cross-sectional view showing a process of setting a second natural lithographic formwork block and placing concrete.
【図5】本発明の方法により構成された法面被覆コンク
リート壁の縦断面図である。FIG. 5 is a longitudinal sectional view of a slope-covered concrete wall constructed by the method of the present invention.
【図6】天端部分の側面図である。FIG. 6 is a side view of a top end portion.
【図7】上部の固定金具の側面図である。FIG. 7 is a side view of the upper fixing bracket.
【図8】基礎の固定金具の側面図である。FIG. 8 is a side view of a base fixing bracket.
1 鋼製アングル材 2 金網 3 自然石 4 接着剤 5 型枠6内のコンクリート 6 型枠 7 最下段の自然石版型枠ブロック 7’ 2段目の自然石版型枠ブロック 8 基礎コンクリート(基礎工) 9 基礎の固定金具 9’ 上部の 〃 9’’ 上部の 〃 10 裏込材(裏込砕石) 11 現場打設コンクリート 12 水抜孔 S1 1回目打設面 S2 2回目打設面DESCRIPTION OF SYMBOLS 1 Steel angle material 2 Wire mesh 3 Natural stone 4 Adhesive 5 Concrete in formwork 6 Formwork 7 Natural stone formwork block at the bottom 7 '2nd natural stone formwork block 8 Foundation concrete (foundation) 9 Fixing bracket for foundation 9 'Upper 9 9''Upper 〃 10 Backing material (backing crushed stone) 11 Concrete cast in place 12 Drainage hole S 1 First setting surface S 2 Second setting surface
Claims (1)
作り、同台座上に自然石を列設して前記金網に接着剤を
介して接着し、前記鋼製アングル材と金網と自然石の一
体化したものを予めコンクリートが流し込まれた型枠に
落とし込み、同コンクリートが硬化したのち脱型して表
面に自然石が一体化された自然石版型枠ブロックを製造
し、同自然石版型枠ブロックを背面に取付けた基礎の固
定金具を介して基礎工に所定の位置、勾配を以て据え付
け固定して、同自然石版型枠ブロックを最下段の自然石
版型枠ブロックとし、次いで同最下段の自然石版型枠ブ
ロック背面に上部の固定金具をインサートボルトを介し
て取付け、次いで同最下段の自然石版型枠ブロックと裏
込材との間に現場打コンクリートを1回目打設面まで打
設し、次いで前記と同様に製造した2段目の自然石版型
枠ブロックを吊り上げて前記最下段の自然石版型枠ブロ
ック上面の所定位置に設置して前記上部の固定金具と連
結し、次いで前記2段目の自然石版型枠ブロックの背面
上部に上部の固定金具を取付けて、同2段目の自然石版
型枠ブロックと裏込材との間に現場打コンクリートを2
回目打設面まで打設し、以下前記と同様の工程を反復し
て法面被覆コンクリート壁を構成することを特徴とした
自然石版型枠ブロックの施工方法。A pedestal is formed by stretching a wire mesh on a steel angle material, natural stones are arranged on the pedestal, and bonded to the wire mesh with an adhesive, and the steel angle material and the wire mesh are connected to each other. The integrated natural stone is dropped into a formwork in which concrete has been poured in advance, and after the concrete has hardened, it is removed from the mold to produce a natural lithographic formwork block with natural stone integrated into the surface. The natural lithographic formwork block is fixed to the foundation work at a predetermined position and gradient with a fixed bracket of the foundation with the formwork block attached to the back, and the natural lithographic formwork block is used as the lowermost natural lithographic formwork block, and then the lowermost natural lithographic formwork block Attach the upper fixing bracket to the back of the natural lithographic formwork block using insert bolts, and then cast concrete in place between the bottom natural lithographic formwork block and the backing material to the first casting surface And then Similarly, the second-stage natural lithographic formwork block is lifted, installed at a predetermined position on the upper surface of the lowermost natural lithographic formwork block, connected to the upper fixing bracket, and then the second-stage natural lithographic formwork Attach the upper fixing bracket to the upper back of the formwork block, and place two cast-in-place concrete between the natural lithographic formwork block of the second stage and the backing material.
A method for constructing a natural lithoform formwork block, wherein a concrete slab-covered concrete wall is constructed by laying up to a second laying surface and repeating the same steps as described above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32733195A JP2890182B2 (en) | 1995-12-15 | 1995-12-15 | Construction method of natural slab formwork block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32733195A JP2890182B2 (en) | 1995-12-15 | 1995-12-15 | Construction method of natural slab formwork block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09165764A JPH09165764A (en) | 1997-06-24 |
| JP2890182B2 true JP2890182B2 (en) | 1999-05-10 |
Family
ID=18197952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32733195A Expired - Fee Related JP2890182B2 (en) | 1995-12-15 | 1995-12-15 | Construction method of natural slab formwork block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2890182B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3017496B1 (en) | 1999-03-04 | 2000-03-06 | 粟野コンクリート工業株式会社 | Retaining wall block and method of manufacturing the same |
| CN106677225A (en) * | 2015-11-11 | 2017-05-17 | 北京高能时代环境技术股份有限公司 | Underground vertical installation method for HDPE geomembrane |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441309B (en) * | 2020-04-08 | 2021-06-04 | 于广 | Hydraulic engineering bank protection |
-
1995
- 1995-12-15 JP JP32733195A patent/JP2890182B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3017496B1 (en) | 1999-03-04 | 2000-03-06 | 粟野コンクリート工業株式会社 | Retaining wall block and method of manufacturing the same |
| CN106677225A (en) * | 2015-11-11 | 2017-05-17 | 北京高能时代环境技术股份有限公司 | Underground vertical installation method for HDPE geomembrane |
| CN106677225B (en) * | 2015-11-11 | 2019-05-03 | 北京高能时代环境技术股份有限公司 | HDPE geomembrane underground vertical installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09165764A (en) | 1997-06-24 |
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